Fatigue behavior of reinforced concrete beams strengthened with carbon fiber reinforced plastic laminates

被引：134
作者：
Heffernan, PJ [1 ]
Erki, MA [1 ]
机构：
[1] Royal Mil Coll Canada, Kingston, ON K7K 7B4, Canada
来源：
JOURNAL OF COMPOSITES FOR CONSTRUCTION | 2004年 / 8卷 / 02期
关键词：
beams; concrete; reinforced; fatigue; rehabilitation; fiber reinforced plastics; reinforcement; laminates;
D O I：
10.1061/(ASCE)1090-0268(2004)8:2(132)
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Although there has been growing interest and field applications of poststrengthening concrete structures using carbon fiber reinforced plastic (CFRP) laminates, very little information exists regarding the flexural fatigue behavior of reinforced concrete beams strengthened with CFRP. This paper presents the results of an investigation into the fatigue behavior of reinforced concrete beams poststrengthened with CFRP laminates. The results of twenty 3 m and six 5 m beams loaded monotonically and cyclically to failure are discussed. Comparisons are made between beams without and with CFRP strengthening. The effect on fatigue life of increasing the amount of CFRP used to strengthen the beams is also examined.
引用
收藏
页码：132 / 140
页数：9
相关论文
共 17 条
  • [1] [Anonymous], CANCSAS600
  • [2] [Anonymous], STRUCT ENG INT IABSE
  • [3] *ASTM, 1991, 1991 ANN BOOK ASTM S
  • [4] Broutman LJ., 1974, FRACTURE FATIGUE
  • [5] *CAN STAND ASS, 1994, CAN3A23IM94
  • [6] HEFFERNAN PJ, 1997, THESIS ROYAL MILITAR, P157
  • [7] JHAMB IC, 1974, SP, P139
  • [8] Strengthening of structures using carbon fibre epoxy composites
    Meier, U
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 1995, 9 (06) : 341 - 351
  • [9] MEIER U, 1992, P 1 INT C ADV COMP M, P243
  • [10] Neville A.M., 1975, PROPERTIES CONCRETE
12